EP3613944B1 - Water drainage system - Google Patents
Water drainage system Download PDFInfo
- Publication number
- EP3613944B1 EP3613944B1 EP19182486.1A EP19182486A EP3613944B1 EP 3613944 B1 EP3613944 B1 EP 3613944B1 EP 19182486 A EP19182486 A EP 19182486A EP 3613944 B1 EP3613944 B1 EP 3613944B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- tube
- water
- collar
- wall
- filtering
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims description 28
- 238000001914 filtration Methods 0.000 claims description 38
- 238000004078 waterproofing Methods 0.000 claims description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 238000004873 anchoring Methods 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 238000000605 extraction Methods 0.000 claims description 2
- 238000003780 insertion Methods 0.000 claims description 2
- 230000037431 insertion Effects 0.000 claims description 2
- 238000005553 drilling Methods 0.000 description 15
- 239000007769 metal material Substances 0.000 description 7
- 238000009434 installation Methods 0.000 description 6
- 239000000463 material Substances 0.000 description 5
- 238000001816 cooling Methods 0.000 description 1
- 238000004090 dissolution Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 230000001050 lubricating effect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F16/00—Drainage
- E21F16/02—Drainage of tunnels
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F16/00—Drainage
Definitions
- the present invention relates to a subsoil water drainage system. Drainage systems are used in various sectors such as the stabilisation of an underground area subject to landslides or to increase safety during drilling, for example drilling tunnels. Such prior art system are for instance known from EP1911886A1 and EP1908884A1 .
- one of the draining methods envisages the building of a small reinforced concrete tunnel in proximity to the area subject to landslides or the place in which a tunnel is to be built.
- the tunnel is sufficiently wide to allow the passage of the workers.
- drilling can be performed through corresponding drainage tubes.
- a disposable drill bit is placed at the end of each drainage tube.
- the tube is placed in rotation and in this way it is made to advance in the subsoil transversally to the tunnel.
- Pressurised water is pumped to the bit in order to facilitate drilling, the removal of the drilled material and cooling.
- the water is conveyed to the bit inside the tube, then it exits by crossing a non-return valve.
- the filtering bodies are placed by interference inside through holes made on the wall of the tube.
- the tube is made of metallic material and also the filtering bodies have an outer portion made of metallic material.
- a drawback of this embodiment is that the pressurised water that is introduced into the tube during installation could overcome the interference between the filtering bodies and the tube, expelling the filtering bodies from the respective seats. This could therefore compromise both the correct installation of the drainage tube reducing the water flow rate to the disposable bit and the correct operation of the drainage pipe once installed. In fact, the absence of filtering bodies would cause the entry of debris. Or the filtering bodies, if removed from the correct position, could even obstruct the channel in an undesired way.
- the technical task underlying the present invention is to propose a drainage system which obviates the drawbacks in the known art as described above.
- an object of the present invention is to provide a drainage system able to improve the correct operation.
- reference numeral 1 denotes a drainage system.
- the drainage system 1 comprises a water drainage tube 2 for draining a liquid, typically water.
- the tube 2 is made of metallic material.
- the tube 2 comprises a wall 20 provided with through holes 21.
- the wall 20 is a side wall of the tube 2 and the holes 21 cross the thickness of the wall 20.
- the system 1 comprises a drill bit 22 placed at an end of the tube 2.
- the drill bit 22 is preferably at least partially disposable. In fact it could be a single-use bit. Once used for drilling it is left in situ (until the end of drilling). In the solution of figure 2 the bit 22 is completely disposable. In an alternative solution the bit 22 could be at least partially removed making it transit inside the tube 2 (solution exemplified in figure 1 ).
- the drainage system 1 comprises a group 300 of filtering bodies fitted in the corresponding holes 21.
- the holes 21 are advantageously distributed along the length of the tube 2. They advantageously lie along the same straight line.
- the holes 21 are facing along different dimensions. For example they may be distributed according to a helical trend. For example a part of the holes 21 face upwards, or downwards, others are afforded on the lateral sides.
- the drainage system 1 is self-drilling. This means that the tube 2 responsible for drainage and comprising the bit 22 performs the drilling itself.
- the tube 2 advantageously extends along an inclined straight line.
- the bit 22 is higher. This facilitates the outflow of water.
- the filtering bodies of said group 300 comprise at least a first filtering body 3 fitted in one of said holes 21.
- the first filtering body 3 assumes a first configuration in which it comprises water-soluble waterproofing means 31 which prevents passage of water.
- the first filtering body 3 assumes a second configuration wherein the water-soluble waterproofing means 31 is absent, enabling the water to pass through the thickness of a wall 20 of the tube 2. In fact, in the second configuration the water-soluble means 31 has been dissolved. This is because of the contact with the water pumped through the tube 2 during drilling or however with the subsequent contact with the water present in the subsoil and that the tube 2 proposes to drain.
- Such water-soluble means 31 is/comprises for example a water-soluble glue (an example of the water-soluble means 31 could be the material known by the trade name of Hydrolene). It internally obstructs a passage section of the first body 3. One or more of the characteristics described with reference to the first filtering body 3 can be repeated for all the other filtering bodies of said group 300 of filtering bodies.
- the first filtering body 3 of said group 300 comprises snap-fitting means 30 to the wall 20 of the tube 2.
- the snap-fitting means 30 comprises flexible anchoring fins 301 to an internal surface 201 of the tube 2. Such fins 301 define flexible hooks.
- the fins 301 are elastically deformable.
- the first filtering body 3 of said group 300 comprises at least three fins 301 arranged along a circumference.
- the first filtering body 3 of said group comprises at least six fins 301 arranged along a circumference.
- the fins 301 are first deformed by moving towards each other and then they tend to return to the initial position moving away from each other.
- the fins 301 are therefore first compressed towards the centre of the circumference and then they move away from said centre.
- Each of said flexible anchoring fins 301 comprises a first and a second wall 304, 305 facing along opposite directions.
- the first wall 304 defines a guide for insertion of the first filtering body 3 into the tube 2, in particular in one of the holes 21.
- the second wall 305 opposes the extraction of the first filtering body 3 from the tube 2.
- At least the first filtering body 3 of said group comprises a perimeter collar 302 and a grid 303 placed inside the collar 302.
- the grid 303 performs a filtering action in the second configuration. In fact, it allows any debris to be kept outside preventing entry into the tube 2 letting the water to be drained pass through. In the first configuration the grid 303 is buried inside the waterproofing means 31.
- the collar 302 and the grid 303 are in a single monolithic body.
- the collar 302 and possibly also the grid are 303 made of plastic material.
- the fins 301 could be made of plastic material.
- the fins 301 are made of metallic material.
- the fins 301 are made of steel.
- the collar 302 is made of metallic material (preferably steel).
- the grid 303 is made of metallic material, in particular steel.
- the fins 301 are made in a single body with the collar 302 and are positioned at an end of the collar 302 that is located inside the tube 2.
- the collar 302 is connected by interference in one of said corresponding holes 21.
- At least one of said holes 21 is defined by a lateral surface that narrows a passage section proceeding from the inside of the tube 2 towards the outside of the tube 2 (moving along the thickness of the tube 2).
- the lateral surface is a truncated cone shape. In this way it offers greater resistance to the movement of the filtering bodies 300 inside the tube 2.
- the tube 2 comprises a plurality of chunks connected together. For example they can be screwed to each other.
- the collar 302 externally comprises one or more reliefs 306 which increase the anchorage to the tube 2 (in particular the anchorage to the holes 21).
- said one or more reliefs extend along an arc, particularly circumferentially (see figure 6 ).
- the system 1 comprises a seal 307 interposed between the collar 302 and the tube 2 (see figure 7 ).
- the tube 2 provided with the bit 22 at one end is inserted into the ground to be dug generating a drilling action.
- pressurised water is conveyed through the tube 2 to the bit 22 and then dispensed externally.
- Such water flowing between the tube 2 and the drilled hole facilitates the removal of drilling debris. It also facilitates the dissolution of the water-soluble waterproofing means 31 so as to allow the passage through said group 300 of filtering bodies of the water to be drained.
- the tube 2 provided with the bit 22 has a further conduit 23 inside it.
- Such conduit 23 and possibly at least a part of the bit 22 can be removed once drilling has finished.
- the water pumped to the bit 22 returns upstream passing into a gap interposed between the conduit 23 and the tube 2.
- the present invention achieves important advantages.
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Electrical Discharge Machining, Electrochemical Machining, And Combined Machining (AREA)
- Water Treatment By Electricity Or Magnetism (AREA)
- Cyclones (AREA)
Description
- The present invention relates to a subsoil water drainage system. Drainage systems are used in various sectors such as the stabilisation of an underground area subject to landslides or to increase safety during drilling, for example drilling tunnels. Such prior art system are for instance known from
EP1911886A1 andEP1908884A1 . - In fact, by removing the presence of water, the risk of subsiding or landslide movements can be reduced. In fact, the lubricating action offered by the water is taken away and the solid structure remains more stable.
- To date one of the draining methods envisages the building of a small reinforced concrete tunnel in proximity to the area subject to landslides or the place in which a tunnel is to be built. The tunnel is sufficiently wide to allow the passage of the workers. From such tunnel, drilling can be performed through corresponding drainage tubes. A disposable drill bit is placed at the end of each drainage tube. The tube is placed in rotation and in this way it is made to advance in the subsoil transversally to the tunnel. Pressurised water is pumped to the bit in order to facilitate drilling, the removal of the drilled material and cooling. The water is conveyed to the bit inside the tube, then it exits by crossing a non-return valve. In this way it will tend to be arranged in the gap between the tube and the hole just drilled pushing the material removed by the bit towards the tunnel. As the drainage tube advances new chunks are added at the base to accompany the need to extend the tube. Along the wall of the tube there are filtering bodies that after installation must allow the passage of water from the outside to the inside of the tube so that it can then be drained. During installation such filtering bodies must be obstructed so as to prevent the water that is pumped into the tube and must reach the disposable bit exiting the tube before reaching its destination. On this point, the filtering bodies are obstructed by a water-soluble waterproofing cap. Therefore during installation such cap will prevent the exit of the water. But, being water-soluble, it will dissolve in contact with water and therefore once the installation is complete the filtering bodies will allow the passage of water from the outside to the inside.
- The filtering bodies are placed by interference inside through holes made on the wall of the tube. The tube is made of metallic material and also the filtering bodies have an outer portion made of metallic material.
- A drawback of this embodiment is that the pressurised water that is introduced into the tube during installation could overcome the interference between the filtering bodies and the tube, expelling the filtering bodies from the respective seats. This could therefore compromise both the correct installation of the drainage tube reducing the water flow rate to the disposable bit and the correct operation of the drainage pipe once installed. In fact, the absence of filtering bodies would cause the entry of debris. Or the filtering bodies, if removed from the correct position, could even obstruct the channel in an undesired way.
- In this context, the technical task underlying the present invention is to propose a drainage system which obviates the drawbacks in the known art as described above.
- In particular, an object of the present invention is to provide a drainage system able to improve the correct operation.
- The defined technical task and the specified aims are substantially achieved by a drainage system comprising the technical characteristics set forth in one or more of the appended claims.
- Further characteristics and advantages of the present invention will become more apparent from the indicative and thus non-limiting description of a preferred but non-exclusive embodiment of a drainage system, as illustrated in the attached drawings, in which:
-
figure 1 shows a schematic view of a drainage system according to the present invention; -
figure 2 shows a schematic view of a drainage system as an alternative to that offigure 1 ; -
figures 3 and 4 show two perspective views of a component of a drainage system according to the present invention; -
figure 5 shows a front view of an alternative component to that offigures 3 and 4 and related to a drainage system according to the present invention; -
figure 6 shows a side view of an alternative component to that offigures 3, 4 and5 and related to a drainage system according to the present invention; -
figure 7 shows a partially sectioned side view of an alternative component to that offigures 3, 4 ,5 and 6 and related to a drainage system according to the present invention. - In the appended figures of the drawings,
reference numeral 1 denotes a drainage system. Thedrainage system 1 comprises awater drainage tube 2 for draining a liquid, typically water. Appropriately, thetube 2 is made of metallic material. Thetube 2 comprises awall 20 provided with throughholes 21. Thewall 20 is a side wall of thetube 2 and theholes 21 cross the thickness of thewall 20. - Appropriately, the
system 1 comprises adrill bit 22 placed at an end of thetube 2. Thedrill bit 22 is preferably at least partially disposable. In fact it could be a single-use bit. Once used for drilling it is left in situ (until the end of drilling). In the solution offigure 2 thebit 22 is completely disposable. In an alternative solution thebit 22 could be at least partially removed making it transit inside the tube 2 (solution exemplified infigure 1 ). - The
drainage system 1 comprises agroup 300 of filtering bodies fitted in thecorresponding holes 21. Theholes 21 are advantageously distributed along the length of thetube 2. They advantageously lie along the same straight line. Theholes 21 are facing along different dimensions. For example they may be distributed according to a helical trend. For example a part of theholes 21 face upwards, or downwards, others are afforded on the lateral sides. - Appropriately, the
drainage system 1 is self-drilling. This means that thetube 2 responsible for drainage and comprising thebit 22 performs the drilling itself. - The
tube 2 advantageously extends along an inclined straight line. In particular thebit 22 is higher. This facilitates the outflow of water. - The filtering bodies of said
group 300 comprise at least a first filteringbody 3 fitted in one of saidholes 21. The first filteringbody 3 assumes a first configuration in which it comprises water-soluble waterproofing means 31 which prevents passage of water. The first filteringbody 3 assumes a second configuration wherein the water-soluble waterproofing means 31 is absent, enabling the water to pass through the thickness of awall 20 of thetube 2. In fact, in the second configuration the water-soluble means 31 has been dissolved. This is because of the contact with the water pumped through thetube 2 during drilling or however with the subsequent contact with the water present in the subsoil and that thetube 2 proposes to drain. Such water-soluble means 31 is/comprises for example a water-soluble glue (an example of the water-soluble means 31 could be the material known by the trade name of Hydrolene). It internally obstructs a passage section of thefirst body 3. One or more of the characteristics described with reference to thefirst filtering body 3 can be repeated for all the other filtering bodies of saidgroup 300 of filtering bodies. - The
first filtering body 3 of saidgroup 300 comprises snap-fitting means 30 to thewall 20 of thetube 2. The snap-fitting means 30 comprisesflexible anchoring fins 301 to aninternal surface 201 of thetube 2.Such fins 301 define flexible hooks. Thefins 301 are elastically deformable. Thefirst filtering body 3 of saidgroup 300 comprises at least threefins 301 arranged along a circumference. - Advantageously, the
first filtering body 3 of said group comprises at least sixfins 301 arranged along a circumference. - During the fitting to the
tube 2 thefins 301 are first deformed by moving towards each other and then they tend to return to the initial position moving away from each other. Thefins 301 are therefore first compressed towards the centre of the circumference and then they move away from said centre. - Each of said
flexible anchoring fins 301 comprises a first and asecond wall first wall 304 defines a guide for insertion of thefirst filtering body 3 into thetube 2, in particular in one of theholes 21. Thesecond wall 305 opposes the extraction of thefirst filtering body 3 from thetube 2. - At least the
first filtering body 3 of said group comprises aperimeter collar 302 and agrid 303 placed inside thecollar 302. Thegrid 303 performs a filtering action in the second configuration. In fact, it allows any debris to be kept outside preventing entry into thetube 2 letting the water to be drained pass through. In the first configuration thegrid 303 is buried inside the waterproofing means 31. - In the preferred solution, the
collar 302 and thegrid 303 are in a single monolithic body. Appropriately thecollar 302 and possibly also the grid are 303 made of plastic material. Thefins 301 could be made of plastic material. - In an alternative solution the
fins 301 are made of metallic material. In particular thefins 301 are made of steel. Appropriately, thecollar 302 is made of metallic material (preferably steel). Advantageously, thegrid 303 is made of metallic material, in particular steel. - The
fins 301 are made in a single body with thecollar 302 and are positioned at an end of thecollar 302 that is located inside thetube 2. - Appropriately the
collar 302 is connected by interference in one of said corresponding holes 21. - At least one of said holes 21 (in particular each one of said holes 21) is defined by a lateral surface that narrows a passage section proceeding from the inside of the
tube 2 towards the outside of the tube 2 (moving along the thickness of the tube 2). In particular the lateral surface is a truncated cone shape. In this way it offers greater resistance to the movement of the filteringbodies 300 inside thetube 2. - In the preferred solution, the
tube 2 comprises a plurality of chunks connected together. For example they can be screwed to each other. - The
collar 302 externally comprises one ormore reliefs 306 which increase the anchorage to the tube 2 (in particular the anchorage to the holes 21). Advantageously said one or more reliefs extend along an arc, particularly circumferentially (seefigure 6 ). - Appropriately the
system 1 comprises aseal 307 interposed between thecollar 302 and the tube 2 (seefigure 7 ). - During use (see
figure 2 ), thetube 2 provided with thebit 22 at one end is inserted into the ground to be dug generating a drilling action. During drilling pressurised water is conveyed through thetube 2 to thebit 22 and then dispensed externally. Such water flowing between thetube 2 and the drilled hole facilitates the removal of drilling debris. It also facilitates the dissolution of the water-soluble waterproofing means 31 so as to allow the passage through saidgroup 300 of filtering bodies of the water to be drained. - In an alternative solution (see
figure 1 ), to minimise the risk of any subsiding during drilling, thetube 2 provided with thebit 22 has afurther conduit 23 inside it.Such conduit 23 and possibly at least a part of thebit 22 can be removed once drilling has finished. During drilling the water pumped to thebit 22 returns upstream passing into a gap interposed between theconduit 23 and thetube 2. - The present invention achieves important advantages.
- First of all it allows the corresponding
tubes 21 of saidgroup 300 of filtering bodies to be kept in position better. This is also thanks to the presence of thefins 301 that allow an improved retaining action to be performed. Anyfins 301 made of metallic material also provide a contribution in such direction. The narrowing of the wall shapes theholes 21 so that they have a larger external section and a smaller internal section than the thickness of thetube 2, which makes it possible to prevent the filtering bodies being able to exit from theholes 21 and falling into thetube 2. - The invention conceived is susceptible to modifications and variations, all falling within the scope of the invention as defined by the appended claims.
Claims (10)
- A drainage system comprising:- a water drainage tube (2) comprising a wall (20) having through holes (21);- a group (300) of filtering bodies fitted in the corresponding through holes (21); the filtering bodies of said group (300) comprising at least a first filtering body (3) fitted in one of said holes (21) and which assumes a first configuration in which it comprises water-soluble waterproofing means (31) which prevents passage of water and a second configuration wherein the water-soluble waterproofing means (31) is dissolved, enabling the water to pass through the thickness of a wall (20) of the tube;characterised in that the first filtering body (3) of said group comprises snap-fitting means (30) to the wall (20) of the tube (2), said snap-fitting means (30) comprising flexible anchoring fins (301) to an internal surface (201) of the tube (2).
- The system according to claim 1, characterised in that the first filtering body (3) of said group (300) comprises at least three fins (301) arranged along a circumference.
- The system according to claim 1 or 2, characterised in that said fins (301) are made of steel.
- The system according to any one of the preceding claims, characterised in that each of said holes (21) is defined by a lateral surface which narrows a perpendicular section, proceeding from outside the tube (2) to inside the tube (2).
- The system according to any one of the preceding claims, characterised in that each of said flexible anchoring fins (301) comprises a first and a second wall (304, 305) facing along opposite directions, the first wall (304) defining a guide for insertion of the first filtering body (3) into the tube (2), the second wall (305) opposing extraction of the filtering body (3) from the tube (2).
- The system according to any one of the preceding claims, characterised in that at least the first filtering body (3) of said group comprises a perimeter collar (302) and an internal grid (303) which performs a filtering action in the second configuration.
- The system according to claim 6, characterised in that the fins (301) are made in a single body with the collar (302) and are positioned at an end of the collar (302) positioned inside the tube (2).
- The system according to claim 6 or 7, characterised in that said collar (302) and said grid (303) are a single monolithic body.
- The system according to any one of claims 6 to 8, characterised in that said collar (302) externally comprises reliefs (306) which increase the anchorage to the tube (2).
- The system according to any one of claims 6 to 9, characterised in that it comprises a seal (307) interposed between said collar (302) and the tube (2).
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
IT102018000007633A IT201800007633A1 (en) | 2018-07-30 | 2018-07-30 | WATER DRAINAGE SYSTEM |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3613944A1 EP3613944A1 (en) | 2020-02-26 |
EP3613944B1 true EP3613944B1 (en) | 2020-11-25 |
Family
ID=64049531
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP19182486.1A Active EP3613944B1 (en) | 2018-07-30 | 2019-06-26 | Water drainage system |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP3613944B1 (en) |
ES (1) | ES2855729T3 (en) |
IT (1) | IT201800007633A1 (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113236359B (en) * | 2021-05-28 | 2022-06-28 | 中煤科工集团西安研究院有限公司 | Separation layer water drainage method, separation layer water drainage roadway system and construction method |
CN113530599B (en) * | 2021-07-21 | 2022-08-23 | 重庆交通大学 | Tunnel drain pipe crystallization treatment device based on thing networking |
CN113445959B (en) * | 2021-08-10 | 2022-02-01 | 中铁二院工程集团有限责任公司 | Drilling drainage structure of karst or fault tunnel and construction method and construction structure thereof |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ITPC20060043A1 (en) * | 2006-10-02 | 2008-04-03 | Cesare Melegari | METHOD FOR THE REALIZATION OF DRAINAGE WORKS, IN PARTICULAR FOR THE STABILIZATION, OF VERSATIVES AND / OR UNSTABLE OR LANDSCAPE |
ITPC20060044A1 (en) * | 2006-10-02 | 2008-04-03 | Cesare Melegari | IMPROVED DRAINAGE TUBE |
-
2018
- 2018-07-30 IT IT102018000007633A patent/IT201800007633A1/en unknown
-
2019
- 2019-06-26 EP EP19182486.1A patent/EP3613944B1/en active Active
- 2019-06-26 ES ES19182486T patent/ES2855729T3/en active Active
Non-Patent Citations (1)
Title |
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None * |
Also Published As
Publication number | Publication date |
---|---|
ES2855729T3 (en) | 2021-09-24 |
EP3613944A1 (en) | 2020-02-26 |
IT201800007633A1 (en) | 2020-01-30 |
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